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Conform ® E.P. <br /> PLANING ASPHALT ASPHALT CONCRETE <br /> CONCRETE PAVEMENT <br /> TYPE B <br /> Location Quantity Location Quantity <br /> Existing Width Sta. 308+00 ti Sta. 308+50 178 S.Y. Sta. 308+00 to Sta. 634+50± 19,142 Tons <br /> Conform Sta. 631 +40 to Sta. 631 +70 1 17 S.Y. <br /> 12' Min. (Main Roadway) <br /> Sta. 631 +70 to Sta. 634+50f 938 S.Y. Intersections (9 Locations) 285 Tons <br /> Intersections (9 Locations) 487 S.Y. Driveways (Type D) 82 Tons <br /> 0.30' Asphalt Ccncrete over shaped Total 1 ,720 S.Y. Driveways Type E) 175 Tons <br /> and compacted native material Taal 19,784 Tons <br /> TYPE D <br /> Conform ® E.P. R=Canform to <br /> SHOULDER BACKING PAVEMENT <br /> existing radius REINFORCING FABRIC <br /> Location Quantity Location Quantity <br /> Sta. 308+00 to Sta. 634+50f 3,700 Tons Sta. 308+50 to Sta. 631 +70 86,187 S.Y. <br /> P e zc <br /> ., Sta. 631 +70 to Sta. 633+70 267 S.Y. <br /> D Total 86,454 S.Y. <br /> i n <br /> D <br /> C <br /> J Conform <br /> Existin_q Width <br /> m Variable depth Asphalt Concrete DRIVEWAYS <br /> 0 <br /> 0 M over existing paved driveway. o ESS/1 <br /> o z <br /> N 3 Quantities <br /> Type 4�` � M. yi <br /> M TYPE E yP No. Area �9 <br /> D 14 407 S.Y. No. 21258 <br /> * Exp. 9-30-97 <br /> E 62 1 ,714 S.Y. <br /> N £ TYPICAL DRIVEWAYS 9TF�FCCAt-\E' <br /> m <br /> .c Z <br /> DRNT-WAY <br /> DETAILS MRESURFACING OF SAN JOAQUIN NO SCALE SUMMARY Ns oSheet No. <br /> OF QUANTITIES intState—Route <br /> 7 of 7 <br /> Drawn By Date Project Engineer Date Checked Date Submitted Dc.te 4rwRecommended ate <br />